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International Journal of Geomechanics is a peer-reviewed journal published by ASCE, covering Geotechnical Engineering and Underground Structures, Geotechnical Engineering and Soil Stabilization, Geotechnical Engineering and Analysis. Over its lifetime it has published 4,426 papers, which have received 92,311 citations.
| Publisher | ASCE |
|---|---|
| Reference style | Author–year (ASCE) Author–year — (Smith, 2023) in the text Smith, A., B. Jones, and C. Lee. (2023). "A representative article title." International Journal of Geomechanics, 12(3), 45–58.
Formats any DOI in International Journal of Geomechanics style. No sign-up. |
| Publishes research in | Geotechnical Engineering and Underground Structures Geotechnical Engineering and Soil Stabilization Geotechnical Engineering and Analysis Geotechnical Engineering and Soil Mechanics Rock Mechanics and Modeling |
| ISSN | 1532-3641 |
| Citation impact (2-yr) | 3.11 |
| h-index | 104 |
| i10-index | 2,423 |
| Top institutions publishing here | Institute of Rock and Soil Mechanics |
| Journal website | ascelibrary.org |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Citations each year’s papers have accumulated so far — the most recent years are still building up.
This paper reviews recent results of a research program aimed at developing a theoretical framework to understand and predict the different modes of propagation of a fluid-driven fracture. The research effort involves constructing detailed solutions of the crack tip region, developing global models of hydraulic fractures for plane strain and radial geometry, and identifying the…
The application of the effective stress principle to unsaturated soils is critically reviewed, and the reasons underlying the difficulties in previous investigations of the effective stress in unsaturated soils are highlighted. The validity of the relationship proposed by Khalili and Khabbaz in 1998 for the determination of the effective stress parameter, χ, is examined using…
The purpose of this paper is to present Y-Geo, a new numerical code for geomechanical applications based on the combined finite-discrete element method (FDEM). FDEM is an innovative numerical technique that combines the advantages of continuum-based modeling approaches and discrete element methods to overcome the inability of these methods to capture progressive damage and failure…
The finite element analysis of transient water flow through unsaturated–saturated soils was used to investigate effects of hydraulic characteristics, initial relative degree of saturation, methods to consider boundary condition, and rainfall intensity and duration on water pressure in slopes. The finite element method with shear strength reduction technique was used to evaluate the stability of…
This paper presents the results of the influence of frequency on the permanent deformation and degradation behavior of ballast during cyclic loading. The behavior of ballast under numerous cycles was investigated through a series of large-scale cyclic triaxial tests. The tests were conducted at frequencies ranging from 10–40 Hz, which is equivalent to a train…
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